Existing hollow board beam bridge bearing separation consolidating structure and construction method

A construction method and technology of hollow slab girders, applied in bridge reinforcement, bridge, bridge maintenance, etc., can solve the problems of veneer stress damage, hinge joint damage, etc., so as to prevent veneer stress damage, stress reduction, and force balance effect

Active Publication Date: 2015-05-06
广州展亚土木工程技术有限公司
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  • Abstract
  • Description
  • Claims
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Problems solved by technology

[0005] The purpose of the present invention is to provide an existing hollow slab girder bridge support support structure, so as to effectively solve the problem that the existing multi-support hollow slab gird...

Method used

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  • Existing hollow board beam bridge bearing separation consolidating structure and construction method
  • Existing hollow board beam bridge bearing separation consolidating structure and construction method
  • Existing hollow board beam bridge bearing separation consolidating structure and construction method

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Embodiment Construction

[0027] The present invention will be further described below in conjunction with drawings and embodiments.

[0028] This embodiment is for figure 1 As shown, the existing hollow slab girder bridge is composed of six hollow slabs 1 for reinforcement. The length, width and height of the hollow slabs 1 of the bridge are (1296╳124╳75) mm, there are hinge joints 2 for pouring concrete between the hollow slabs, and the top of the hollow slabs is a cast-in-place concrete deck 3.

[0029] Such as figure 2 As shown, at first the cast-in-place layer 3 of the bridge deck at the end of the beam, the hinge joint 2 and the concrete on the roof of the hollow slab 1 are chiseled out, and the width of chiseling along the longitudinal direction of the bridge is 75 cm; Two channels 1-2 with a diameter of 8.5 cm are vertically opened on the two side walls of the part. Then with an outer diameter of 8.4cm and an inner diameter of 8.0cm, the plastic bellows 6 passes through each hole 1-2; then ...

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Abstract

The invention discloses a structure for consolidating existing hollow board beam bridge bearing separation with a board beam formed by multiple hollow boards, and a construction method thereof. Concrete of a bridge deck cast-in-situ layer, a hinged joint and hollow board roofs on each beam end is chiseled off; the bridge deck cast-in-situ layer, the hinged joint and hollow board end part hollow parts, which are subjected to concrete chiseling, are cast by steel fiber concrete at a time to form an end cross beam; prestressed reinforcement is arranged in the end beam; each beam end is supported by two bearings. A reinforced hollow board beam bridge beam end support system is changed from a multiple indeterminate structure to a statically determinate structure, and the bearings are clear in force bearing and are involved in force bearing, so that the bearing separation problem is solved fundamentally; the integral rigidity of the hollow boards is improved, the force bearing is uniform, the local stress of each hinged joint on one beam end is reduced, each hinged joint is not easy to damage, the occurrence of the single board force-bearing phenomenon is avoided, and the service life of a bridge is effectively ensured.

Description

technical field [0001] The invention relates to highway bridges, in particular to a hollow reinforcement structure and construction method for existing hollow slab girder bridge supports. Background technique [0002] Hollow slab girder bridge is one of the most commonly used structural forms of small-span bridges of 10-20m. Most of them are simply supported beams, which are suitable for factory mass production and assembly construction. Hinged joints, after the erection of the hollow slabs, the hinged joints are poured together with the concrete of the cast-in-place layer of the bridge deck, and multiple hollow slabs, hinged joints and the cast-in-place layer of the bridge deck form a whole to bear loads such as vehicles. [0003] However, the existing hollow slab girder bridge often suffers from the failure of the support to be empty. The main reasons are as follows: 1. A single hollow slab is supported by 4 rubber bearings, and each span bridge is composed of multiple hol...

Claims

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Application Information

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IPC IPC(8): E01D22/00
CPCE01D22/00
Inventor 薛兴伟包龙生宋福春
Owner 广州展亚土木工程技术有限公司
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